1 00:00:03,01 --> 00:00:09,44 But let's go to the all business life safety kept moving. So there were 2 00:00:09,62 --> 00:00:16,12 documents and today. After construction being just update aboard Joe papa Nicholas 3 00:00:16,13 --> 00:00:19,72 D.C.M. For the school district we have the July and August meetings he had 4 00:00:19,73 --> 00:00:21,82 a conflict tonight he S. 5 00:00:21,83 --> 00:00:22,42 To send 6 00:00:22,43 --> 00:00:27,70 a rep. But I thought with the you know it said Rep not familiar with our project 7 00:00:28,22 --> 00:00:33,28 would be more efficient to provide you the update the first document on page two 8 00:00:33,29 --> 00:00:39,90 sixteen in the packet is the updated our if people are in Room this 9 00:00:39,91 --> 00:00:43,26 request for proposals we're waiting on one R.F.P. 10 00:00:43,27 --> 00:00:47,70 To still be submitted and that's the still water hydrant that's at the fifty yard 11 00:00:47,71 --> 00:00:51,31 line for the cooling station we're waiting for an R.P.M. 12 00:00:51,32 --> 00:00:57,19 Then the second document is the cap lot and this is the change allowance proposal 13 00:00:57,20 --> 00:01:02,53 log and so if it's and read it was either not accepted or revising Greens have been 14 00:01:02,54 --> 00:01:09,48 approved. The turf ten year warranty and created was approved then you see there 15 00:01:09,49 --> 00:01:13,25 was a real a reduction or a credit we also received 16 00:01:13,26 --> 00:01:17,57 a credit for number four. There were rejected number five which was 17 00:01:17,58 --> 00:01:18,67 a careful or gates we got 18 00:01:18,68 --> 00:01:24,02 a new five hour revise the net was approved for the sliding Gates compared to the. 19 00:01:25,09 --> 00:01:31,97 Full Cowfold out Gates or hinged gate. We rejected the. Alternative 20 00:01:32,45 --> 00:01:36,91 from rubber for the Nikkei grind it was one hundred ten thousand that was rejected 21 00:01:37,53 --> 00:01:43,23 revised the storm trap list station. And it was for river to remove the water hydro 22 00:01:43,24 --> 00:01:49,72 cost so that's been revised you have eight hour which is the new price and the nine 23 00:01:50,03 --> 00:01:54,73 is the price for the changing of the stone so roughly we're about two hundred fifty 24 00:01:54,74 --> 00:02:00,53 four thousand into our change allowance budget the next document though summarizes 25 00:02:00,54 --> 00:02:05,14 Arch Angel our budget and also show. Those credits back to the district so you'll 26 00:02:05,15 --> 00:02:10,23 see that overall at the top of this page we've used to buy one hundred fifty two 27 00:02:10,24 --> 00:02:15,55 thousand of our change allowance with the credits back from all the Bond contracts 28 00:02:16,32 --> 00:02:20,71 so for each different contractor the if it's in red and print sees that's been 29 00:02:20,72 --> 00:02:23,82 a change allowance it's been approved if it's black that's been 30 00:02:23,83 --> 00:02:28,90 a credit and so right now on the first page we've had some change will ounces with 31 00:02:28,91 --> 00:02:35,80 reamer in regards to the stone in the sliding gate. And then we 32 00:02:35,81 --> 00:02:40,59 go to page two Everything else is I think I believe our credits with the exception 33 00:02:40,60 --> 00:02:43,85 of Austin electric. And that was 34 00:02:43,86 --> 00:02:50,63 a short credit I'll get more of the documentation from Joel on there. And then we 35 00:02:50,64 --> 00:02:54,46 had to upgrade to turf on the last page was the seventy thousand net so that's 36 00:02:54,47 --> 00:02:58,87 manufactured in warehouse and also provides us with the additional two years of 37 00:02:58,88 --> 00:03:04,76 warranty. So overall we're about one hundred fifty two thousand and two are change 38 00:03:04,77 --> 00:03:10,03 allowance budget which was seventy five. So we have the as engine nearing that 39 00:03:10,04 --> 00:03:16,49 would eventually be used out of that and then here is probably one other change 40 00:03:17,48 --> 00:03:23,11 around twenty five thousand hopefully under. And that's for the pump station that's 41 00:03:23,12 --> 00:03:29,08 going to that connects to the sewer line that's near Rockefeller and we do have 42 00:03:29,09 --> 00:03:32,86 some minor bedrock so we. Did 43 00:03:32,87 --> 00:03:37,08 a couple cost estimates just if we wanted to go with the current footprint and just 44 00:03:37,09 --> 00:03:42,11 chisel out the few feet of bedrock and it should be within the ballpark of about 45 00:03:42,12 --> 00:03:47,10 twenty five thousand and that would be the last thing it would be underground or 46 00:03:47,35 --> 00:03:51,20 you know below ground or below grade which is usually where you find 47 00:03:51,21 --> 00:03:57,47 a lot of your contingencies being used so I know what to this point. The stone is 48 00:03:57,48 --> 00:04:02,87 being removed from the field. In use wherever it can be used. And then the 49 00:04:02,88 --> 00:04:08,50 remaining stone will need to be hauled off. And we're looking at some resolutions 50 00:04:08,51 --> 00:04:11,47 in regards to that and we'll do 51 00:04:11,48 --> 00:04:16,74 a roll test on that soil hopefully in the next couple days before we start to lay 52 00:04:16,75 --> 00:04:22,78 the new stone and start to put the field drains exciter back down. Haven't you 53 00:04:22,79 --> 00:04:23,51 explained what 54 00:04:23,52 --> 00:04:30,18 a roll test means or road test is underneath if you think about the ground where 55 00:04:30,19 --> 00:04:30,58 there's just 56 00:04:30,73 --> 00:04:35,49 a football field is there's obviously there's your soil or your clay and then 57 00:04:35,50 --> 00:04:40,26 eventually there's a fabric gets laid over it and then there's six inches 58 00:04:40,27 --> 00:04:45,19 a stone and then your carpet your turf is laid over it so the roll test what they 59 00:04:45,20 --> 00:04:49,72 do is they want to make sure that the soil and clay underneath the fabric and the 60 00:04:49,73 --> 00:04:56,41 stone into turf are suitable suitable for all the way in and for the field so that 61 00:04:56,42 --> 00:05:02,47 there's not any problems so they can roll tests with tractor trailers on the soil 62 00:05:02,48 --> 00:05:05,50 to make sure there's no problems and that's one of those things that has 63 00:05:05,51 --> 00:05:09,78 engineering would be they're testing to make sure that the soil is suitable and if 64 00:05:09,79 --> 00:05:16,69 you look at. Reamer part of that 65 00:05:16,70 --> 00:05:23,00 two hundred ninety thousand. Is it of there is also part of that is there under cut 66 00:05:23,01 --> 00:05:28,75 budget which is an additional dollars for part of if there's any problems with the 67 00:05:28,76 --> 00:05:35,55 soil or clay underneath the stone base. But anywhere 68 00:05:35,56 --> 00:05:39,01 should recover the video. It works over the.